Technical Notes
Jun 17, 2016

Simple Terrestrial Laser Scanner for Measuring Streambank Retreat

Publication: Journal of Hydraulic Engineering
Volume 142, Issue 11

Abstract

High-resolution measurements of streambank retreat (SBR) rates are important for engineering applications, such as infrastructure planning and stream restoration. Conventional methods of measuring SBR, such as erosion pins or total stations, lack sufficient point density to accurately capture the spatial variability of bank retreat over an entire streambank surface. This paper presents a newly developed terrestrial laser scanner (TLS) that is affordable, robust, and simple. The TLS was employed to profile a 9-m wide portion of a meander bend on Clear Creek in Coralville, Iowa. Bank profiles were acquired in July 2012 and July 2013; the resulting subtraction yielded a mean SBR rate of 2.13m/year, with a maximum of 3.7 m at the upper portion of the bank.

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Acknowledgments

The authors gratefully acknowledge partial support from the National Science Foundation grant #0741410. Thanks are also given to Adam Thompson, Brandon (William) Willis, Paul Wittau, and Taylor McClendon for their support in setting up the surveys and for arduous excavation of the buried transformation stakes.

References

Acuity. (2010). “AR1000 laser distance sensor.” 〈http://www.contrinex.co.kr/product/upload/AR1000-data-sheet.pdf〉 (Jan. 15, 2010).
ArcGIS [Computer software]. ESRI, Redlands, CA.
Bernhardt, E. S. (2005). “Synthesizing U.S. river restoration efforts.” Science, 308(5722), 636–637.
Bertrand, F. (2010). “Fluvial erosion measurements of streambank using photo-electronic erosion pins (PEEP).” M.S. thesis, Univ. of Iowa, Iowa City, IA.
Brandt, S. A., and Jiang, B. (2004). “3D geovisualization as a communication and analysis tool in fluvial geomorphology.” Proc., 12th Int. Conf. on Geoinformatics—Geospatial Information Research: Bridging the Pacific and Atlantic, Univ. of Gävle, Gävle, Sweden, 339–346.
CloudCompare version 2.7 [Computer software]. 〈http://www.cloudcompare.org/〉.
FLIR (Forward Looking Infrared). (2012). “Directed perception.” 〈http://www.flir.com/uploadedFiles/CVS_Americas/MCS/Products/PTU-D48/MCS-Pan-Tilt-Unit-D48 E-Datasheet.pdf〉 (Jan. 15, 2010).
Lawler, D. M. (1993). “The measurement of river bank erosion and lateral channel change: A review.” Earth Surf. Process. Landforms, 18(9), 777–821.
MATLAB Release 2012b [Computer software]. MathWorks, Natick, MA.
Nasermoaddeli, M. H., and Pasche, E. (2008). “Application of terrestrial 3D laser scanner in quantification of the riverbank erosion and deposition.” Proc. Riverflow, 3–5.
Nettles, C. C. (2010). “Digital capture of streambank erosion over a decade using terrestrial laser scanning, Wilson Creek, Mckinney, Texas.” M.S. thesis, Univ. of Texas, Dallas.
Odgaard, A. J. (1987). “Streambank erosion along two rivers in Iowa.” Water Resour. Res., 23(7), 1225–1236.
Osterkamp, W. R., Heilman, P., and Lane, L. J. (1998). “Economic considerations of a continental sediment-monitoring program.” Int. J. Sediment Res., 13(4), 12–24.
Papanicolaou, A. T., Wilson, C. G., Abaci, O., Elhakeem, M., and Skopec, M. (2009). “SOM loss and soil quality in the Clear Creek, IA.” J. Iowa Acad. Sci., 116(1–4), 14–26.
Resop, J. P., and Hession, W. C. (2010). “Terrestrial laser scanning for monitoring streambank retreat: Comparison with traditional surveying techniques.” J. Hydraul. Eng., 794–798.
Wilson, C. G., Papanicolaou, A. N., and Abaci, O. (2007). “A comparison of watershed models in the Clear Creek, IA, watershed.” Proc., World Environmental and Water Resources Congress 2007, ASCE, Reston, VA, 1–11.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 142Issue 11November 2016

History

Received: Nov 6, 2013
Accepted: Mar 23, 2016
Published online: Jun 17, 2016
Published in print: Nov 1, 2016
Discussion open until: Nov 17, 2016

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Authors

Affiliations

IIHR-Hydroscience and Engineering, Dept. of Civil and Environmental Engineering, Univ. of Iowa, Iowa City, IA 52240 (corresponding author). E-mail: [email protected]
W. E. Eichinger
Professor, IIHR-Hydroscience and Engineering, Dept. of Civil and Environmental Engineering, Univ. of Iowa, Iowa City, IA 52240.
E. A. Bettis
Professor, Earth and Environmental Sciences, Univ. of Iowa, Iowa City, IA 52240.

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